摘要
文献［１］提出了计算地基表面侧向变位的方法，本文则就均布垂直荷载作用的情况下，提出了计算半无限弹性体内侧向变位的方法，可作为文献［１］的补充。
In the previous paper a method of computing the horizontal displace ment on the surface of foundations was presented. This paper, as a supplement,presents a way to compute tile horizontal displacement at various points within a semi-infinite elastic solid due to uniformly distributed vertical load on its surface.
出处
《苏州城建环保学院学报》
1996年第3期43-48,共6页
Journal of Suzhou Institute of Urban Construction and Environmental Protection
关键词
均布荷载
地基变形
侧向变位
uniformly distributed load
rectangles
horizontal displacement
an homageneous and isotropic
semi-infinite elastic solid
Boussinesq solutions
irregular area
